2m Dry zone Soil properties: Gs = 2.68 A e = 0.85 В 1.8 m Saturation zone (capillary rise) 0.9 m D 1.3 m Datum
Q: The soil is having a saturated unit weight 18.0 kN/m and dry unit weight of 11 kN/m. The water table…
A: Saturated unit weight of soil = 18KN/m3 Dry unit weight of soil = 11KN/m3 Given two diagrams in Fig…
Q: Given H1 = 8.3 m., and H2 = 4.43 m. If the ground water table rises by 2.29 meters, determine the…
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Q: 'Problem 5. A dense silt layer has the following properties. void ratio = 0.30 eff. Diameter D10 =…
A: Height of capillary riseh=CD10×e
Q: Problem 1. The water table in a certain deposit of soil is at a depth of 2m below the ground…
A: Saturated unit weight of clay…
Q: Problem 1 Refer to the soil profile in the figure below. Given H= 4m and H=3m; a) Calculate the…
A: Note : Since you have asked multiple questions, we will solve the first question for you. If you…
Q: 4- Refer to Figure below. If H1=3 ft, H2=4.5 ft, h=1.5 ft, ysa=118.9 lb/ft³, area of the tank=6.25…
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Q: 0,90m 1m Sand e= 0.47 Gs 2.68 6m
A: Sand e= 0.7 Gs=2.68 To find Saturated Unit weight of soil and total pressure, pore pressure,…
Q: A5 m-thick clay (Gs = 2.65, water content = 0.28) is overlain by a 4.50m-thick layer of sand (Gs =…
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Q: 1. A soil has the following profile and a lateral stress coefficient at rest is 0.45. 0-4 G, = 2.75…
A: Given K0 = 0.45 Take Unit weight of water = 10Kn/m3 Water table is at 5m below the ground…
Q: q= 21,358 kN/m² H1= 1,871 m B Yn= 18,557 kN/m³ H2=1 m Yn= 19,557 kN/m³ H3= 5,871 m Yn= 20,557 kN/m³…
A: Pore water pressure :- It is the pressure generated around the soil particles due to the presence…
Q: Determine the total stress, effective stress, and pore water pressure at the depth of 9.5m for the…
A: Following is the given soil profile: Also, Assuming the specific gravity of soil, G = 2.7
Q: Head (m) (cm 5.7 In a certain sand deposit, with Ysat = 20 kN/m3, the water table is at the ground…
A: unit wt of soil γ=20 KN/m3depth of the soil at bottom H=4.5 mand hydraulic gradient i=0.5⇒(a)…
Q: Compute the total vertical stress o, pore water pressure u, and then the effective vertical stress o…
A: It is required to find total stress, pore water pressure and effective stress at point A,B,C &…
Q: Plz give the correct answer. Compute the intensities of active and passive earth pressure at…
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Q: 2 m 5 m 2 m Silt Clay 3 m A Sand under artesian pressure Bedrock 7. 6 m Soil profile is given in…
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Q: Ex: For a uniformly loaded area having R=3 and load q= 100 kN/m², estimate the increase in the…
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Q: Calculate the effective stress at A. 25 m Sand and- Gravel Water Table Unit Weight (y) = 20.72 kN/m…
A: Following is the given soil profile:
Q: Q.4 Calculate the temperature, hydrostatic pressure, lithosting pressure, and the effective pressure…
A: Note: We'll answer the first question since the exact one wasn't specified. Please resubmit a new…
Q: SITUATION. From the soil profile shown below, Ground surface Dry Sand Clay A e = 0.49 Gs=2.68 Ground…
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Q: Ground surface n = 13.2 kN/m 2. The soil profile for a proposed construction site is shown. The…
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Q: Calculate and plot the values of stresses (o ,U and o') with depth Layer No. Thickness (m) Unit…
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Q: with a uniform pressure of 250 kPa. a) Calculate the vertical stress increase at points A (center),…
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Q: The water table is located at a depth of 3.0 m below the ground surface in a deposit of sand 11.0 m…
A: Given: The depth of the water table below the ground surface is 3 m. The thickness of the ground…
Q: Determine values of total stress, pore water pressure and effective stress at each soil layer then…
A: Calculating the total stress: σ=γd1×h1+γt1×h2+γt2×h3 =13.1×2+18×2.5+19.8×4.5 =160.3 KN/m2
Q: The soil profile at the site consists of a 5.0 m sand layer underlain by 13 m of clay layer. The…
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Q: The water table in soil deposit is 2 m below the ground surface. The soil above the water table has…
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Q: -10 m 3 ntog q= 400 kN/m2 E4m- 5 m • B 200% -3 m
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Q: A deposit of clay underlain a 4.5 m thick sand. Degree of saturation of sand is 37% and void ratio…
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Q: A deposit of clay underlain a 4.5 m thick sand . Degree of saturation of sand is 37% and void ratio…
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Q: 4. A lake with a water depth of 12m in underlain by a soil with a saturated unit weight of 18.2…
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Q: Q2/ Determine the variation of total and effective stresses and pore water pressure with depth for…
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Q: ts The value of effective stress at 4 m depth for the subsoil condition as shown in figure is…
A: Given; Depth of soil Void ratio Specific gravity of soil To find: Effective stress
Q: For the soil profile show in figure calculate the total vertical stress pure water pressure and…
A: Left side has the distribution of the stress and right side has the calculations: Pore water…
Q: A soil profile is shown in Figure Q3(b)(i). The groundwater level is located on the ground surface.…
A: We are going to solve only three parts . for fourth part you have to re post this question. given…
Q: 6. From the given soil profile, the groundwater table is located 2m below the ground level. (See…
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Q: Layer No. Thickness, H Soil Parameters e = 0.52, Gs = 2.62 e = 0.56, Gs = 2.65 w = 20%, e = 0.51 1…
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Q: The soil in a deposit underlying an area where a level ground surface exists has a unit weight of 22…
A: Given data: Unit weight of soil = 22 kN/m3. Depth = 5m Lateral pressure = 0.5 vertical pressure.
Q: 7.2 Compute the total vertical stress o, pore water pressure u, and then the effective vertical…
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Q: H, - 4 m e- 0.6 G, = 2.65 Groundwater table H; = 3 m e- 0.52 G, = 2.68 C. ーミーーミー
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Q: The saturated unit weight of a 10 m thick clay layer is 20 kN/m3. Calculate the vertical effective…
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Q: ts The value of effective stress at 4 m depth for the subsoil condition as shown in figure is…
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Q: For the soil profile shown in the figure (1): 1- Calculate total vertical stress at the middle of…
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Q: Problem 1. The water table in a certain deposit of soil is at a depth of 2m below the ground…
A: To find total stress, pore water pressure and effective stress at a depth of 8m
Q: A soil exists in an area where the ground surface is level and the groundwater table is 3 m below…
A: Given data: Lateral pressure,σh=0.5*vertical pressure, σv Saturated unit weight of soil, γs=22…
Q: R-1: For the following soil system determine the effective stress and pore-water pressure at the…
A: Saturated unit weightγsat=18 kN/m3 Unit weight of water γw=10 kN/m3
Q: The water table in a certain deposit of soil is at a depth of 2m below the ground surface. The soil…
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Q: The value of effective stress at 4 m depth for the subsoil condition as shown in figure is (Assume…
A: Given data- depth of sand above and below water table d=2 mGs=2.60e=0.60unit weight of water=γw=10…
Q: Compute the total vertical stress o, pore water pressure u, and then the effective vertical stress o…
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Q: Effective Stress in Soil Problem 1. The water table in a certain deposit of soil is at a depth of 2m…
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- Calculate 6,µand 6' with depth. H1 = 6 ft, H2 = 4 ft. H3= 9.0 feet Degree of Saturation in capillary rise zone ,S= 50% Dry sand Gs = 2.68, e=0.543 Clay Gs = 2.735 , e = 0.765 Bottom clay Gs = 2.752, e= 0.967 H3 Dry sand Clay; zone of capillary rise Clay Rock ーミa) For adry soil,(Hiw) y dry. = 16 KN/ m³, W= 22% find Ysat 3 , Gsz3e 2 If S=50%, e = 0.8 2 Determine GS and n, A %3D V / V-71. A permeable soll layer is underloin by animpervi ous loyer as shown With k-53x10^-3cm/sec for the permeable layer, calculate the rate of seepage through it in m^3/hr/m width if H=3m and a = 8 C
- KOOHAN ERSITES MSKÜ-LMS 3\ A soil profile is given below. 3m thick dry clay is underlain by 4m thick sand. At the bottom 6m thick saturated clay layer is present which is underlain by impervious and massive bedrock. planmad Related data are provided in the figure. (No capillary action) and (A, B and C points are located in the middle of the layers Duzerinden tienmis Match the related data: oruyu tie surface 3m Dry clay, va:16KN/m Sand, yeni19kN/m? 4m Yan 22kN/m Saturated clay, Yary 20kN/m 6m Impervious bedrock Effective vertical stress at point C in kPa If a surcharge (100KPA additional uniform load) is applied to the surface, what is thệ excess pore water pressure at point Cimmediate construction (in kPa)? 140 95 Effective vertical stress at point B (in kPa) If a surcharge (100kPa additional uniform load) is applied to the surface what is the excess pore waten pressure in the sand after the construction (in kPa)? Total vertical stress at point C in kPa Pore water pressure at point C…Juo Situation 1: alqma Isoubilya s no 300 hom63 28W 120 illdsom bsod terco A Sito be A layer of saturated clay 4 m thick is overlain by sand 5 m deep, the water table being 3 m below the surface. The saturated unit weights of the clay and sand are 19 and 20 kN/m², respectively. Above the water table, the dry unit weight of the sand is 17 kN/m³. Determine the following: 169 11 1. Effective stress. 167 kPa b. 71.38 kPa 2. Water pressure. a. 167 kPa b. 71.38 kPa ASYMENT nim ni PTSS.O d. nimal+vsso d almal 2017.O .b 3. Total stress or pressure. 167 kPa 108.14 kPa 58.86 kPa im ni ni vioolov.sgisdbal 108.14 kPa 58.86 kPa nimal XP240 biov odt li visolev ogeqso? TA24.0 niral 201.I d C. 108.14 kPa dribsnodeb. sin 71.38 kPani benimsieb 26 dalam 58.86 kPa vivibubno osbyd SAT bozu sish edT 191emseneg baad gailiste to seu geblsoThe bottom OF a river is below the water is surFace. Underneath the bottom the rver OF layer having specific weight OF sand 1BKN/m°. IF the recorded prersure at the tunnel located at the bottom the rand layer is 3or KPa, of how thick is the sand layer?
- Given the ff: w=67% Gs=2.67 Gwet=19.89kN/m3. What is the degree of saturation?2nds X CUC UEF. High High High High High High High ar Users/HC/AppData/Local/Temp/2nd Sessional Soil.pdf .*. O a Search 立业 回 + Automatic Zoom the compacter is being used? Q. No. 03 (10 Marks) The soil profile shown below is typical of Miami-Dade County. Estimate the equivalent permeabilities Kvleq) and Kh(eq) in cm/sec, and the ratio of Khfeg)/Kv(eq)? I m Fine Sand k= Ix10" cm/sec Pamlico Formation 5 m Porous Limestone k-2x10 cm/sec Miami Formation 3 m Fine Sand -1x10 cm/sec Fon Thompson Formation 12 m Upper sandy Limestone k- 2x10 cm/sec Fort Thompson Formation Evate Wi Settince TOSHIBA BACK GPACE T Y PI ENTER C. G Y K 4. 0 O SHIFT S ALT CTRL GRH.W 5 (1+ we' |Yw• For a saturated soil, show that: Ysat Soil Mechanics
- A soil profile consists of 3m of clean sand (γ=18kN/m³) over 10m of silt (γ=17kN/m³, kv=1 x 10-8m/s) over 12m of clay (γ=17kN/m³, kv=4 x 10-9m/s) over gravel. Piezometers installed at middepth of the sult later and at the top of the gravel layer measure, respectively, piezometric heads of 4m and 3m. Assuming one-dimensional flow in the vertical direction, compute the flow rate in m³/year/10,000m². Also, compute at 16m below the ground surface the total veritcal stress, effective stress, and porewater pressure.Please answer soil 4 and soil 12 from 5.4 and 5.65.6 5.7 a. Saturated surface-dry condition of aggregates b. Absorption of aggregates c. Free water on aggregates d. Referring to Figure 5.9, which portion of the water in the aggregate reacts with the cement in the PCC mix? Three samples of fine aggregate have the properties shown AdE2 ORD in Table P5.7. Determine in percentage: (a) total moisture content and (b) free moisture content for each sample and the average of the three samples.